CN116044245B - Prefabricated enclosing wall capping and construction method for power substation - Google Patents
Prefabricated enclosing wall capping and construction method for power substation Download PDFInfo
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- CN116044245B CN116044245B CN202211535164.5A CN202211535164A CN116044245B CN 116044245 B CN116044245 B CN 116044245B CN 202211535164 A CN202211535164 A CN 202211535164A CN 116044245 B CN116044245 B CN 116044245B
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- 238000010276 construction Methods 0.000 title claims abstract description 21
- 239000000463 material Substances 0.000 claims abstract description 18
- 239000004033 plastic Substances 0.000 claims 1
- 239000000945 filler Substances 0.000 abstract description 19
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 22
- 230000010485 coping Effects 0.000 description 13
- 239000002775 capsule Substances 0.000 description 11
- 238000007790 scraping Methods 0.000 description 11
- 239000000428 dust Substances 0.000 description 9
- 244000309464 bull Species 0.000 description 7
- 238000004140 cleaning Methods 0.000 description 4
- 239000012535 impurity Substances 0.000 description 4
- 238000007599 discharging Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000005406 washing Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H17/00—Fencing, e.g. fences, enclosures, corrals
- E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
- E04H17/16—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts using prefabricated panel-like elements, e.g. wired frames
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
- E04D13/04—Roof drainage; Drainage fittings in flat roofs, balconies or the like
- E04D13/064—Gutters
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses a prefabricated enclosing wall capping and construction method for an electric power transformer substation, and relates to the technical field of building wall materials. The novel movable type wall body comprises a wall body, wherein a capping device is arranged at the top of the wall body, the capping device comprises a capping body and a hollow rod, the capping body is arranged at the top of the wall body, the left side and the right side of the bottom of the inner wall of the capping body are penetrated and slidably provided with telescopic plates, elastic inclined plates are fixed on the opposite sides of the two telescopic plates, stop blocks for limiting the positions of the elastic inclined plates are arranged on the left side and the right side of the top of the wall body, and U-shaped sliding racks are slidably arranged on the left side and the right side of the inner wall of the capping body. According to the utility model, through the arrangement of the capping device, the belt pulley, the hollow rod, the cam and the U-shaped sliding frame are matched to push the triangular plate to spread the filler in the capping main body, so that the filler is rapidly filled in the capping main body.
Description
Technical Field
The utility model relates to the technical field of building wall materials, in particular to a prefabricated enclosing wall capping and construction method for an electric power transformer substation.
Background
With the improvement of the standard of the transformer substation engineering construction technology in the power industry. The requirements on the construction process and the construction method of the wall capping are also improved. In the past, the transformer substation enclosure can adopt cast-in-place concrete capping construction technology to prevent the damage and the unsightly wall surface of enclosure caused by drip washing.
The utility model patent with the patent publication number of CN206844815U discloses an assembled enclosing wall for a transformer substation, which is used for solving the technical problems of long construction period and high labor cost of the enclosing wall masonry of the transformer substation in the prior art. Comprising the following steps: foundation, ground beam, upright post, wallboard capping, and cap; wherein the foundation is independent; the bottom end of the upright post is fixedly connected with the foundation; the column body of the upright column is provided with a clamping groove, and two ends of the ground beam are provided with tenons, are inserted into the clamping groove of the upright column through the tenons and are simply supported on the foundation; two ends of the wallboard are inserted into the upright post clamping grooves, and the bottom of the wallboard is supported on the ground beam; stacking a corresponding number of wallboards to the designed wall height, and connecting the adjacent wallboards in a flat-mouth alignment manner or in a concave-convex buckle manner; the wallboard coping is arranged at the top of the wallboard through a groove arranged on the wallboard coping; the column cap is arranged at the top of the column through a groove arranged on the column cap. Compared with the prior art, the utility model can shorten the construction period, improve the construction efficiency and reduce the construction cost.
However, the following problems exist in the current capping: the capping is simply installed on the enclosure wall, the structural strength is not high, when an overhaul worker overhauls the enclosure wall, the capping is subjected to the phenomena of easy crack, fracture and corner breakage caused by personnel pedal damage, thereby affecting the practical function of the capping of the enclosure wall and the process attractiveness of the capping.
Disclosure of Invention
Aiming at the defects of the prior art, the utility model provides a prefabricated wall coping and a construction method for an electric power transformer substation, which solve the problems that the coping is simply arranged on a wall, the structural strength is low, and when overhauling the wall by overhauling personnel, the wall coping is easy to crack, break and corner damage due to the pedal damage of personnel, thereby influencing the practical function of the wall coping and the attractive process thereof.
In order to achieve the above purpose, the utility model is realized by the following technical scheme: the utility model provides a prefabricated enclosure roof for power substation, includes the enclosure main part, the top of enclosure main part is provided with the roof pressing device, the roof pressing device includes roof pressing main part and cavity pole, the roof pressing main part sets up at the top of enclosure main part, the inner wall bottom left side and the right side of roof pressing main part are all run through and slidable mounting has the expansion plate, two the opposite side of expansion plate is fixed with the elasticity swash plate, the top left side and the right side of enclosure main part all are provided with the dog that is used for restricting elasticity swash plate position, the inner wall left side and the right side of roof pressing main part are all slidable mounting has the U-shaped balladeur train, two the spout has been seted up at one side top in opposite directions of U-shaped balladeur train, the inner wall department of U-shaped balladeur train is fixed with the set-square, the cavity pole has two, two the cavity pole all runs through and rotationally installs at the top of roof pressing main part, the hollow rod is positioned on the outer wall surface inside the capping main body and is provided with a discharge hole, the top of the enclosing wall main body is provided with a round groove matched with the hollow rod, the outer wall of the hollow rod is fixedly provided with a cam, the cam is slidably arranged inside a U-shaped sliding frame sliding groove, the top of the hollow rod is inserted with a belt pulley, the belt pulley is driven by an external belt motor, the belt pulley drives the cam to slide inside the sliding groove of the U-shaped sliding frame through the hollow rod, the cam drives the U-shaped sliding frame and a triangular plate to drive the filler to be flatly spread inside the capping main body, so that the filler is rapidly filled inside the capping main body, the working efficiency of the filler is improved, meanwhile, the filler drives the expansion plate to move away from the inner wall of the capping main body through pushing the inclined plane of the elastic sloping plate, so that the elastic sloping plate clamps the enclosing wall main body, thereby enabling the capping body to be stably clamped at the top of the enclosure body.
Preferably, the left side and the right side of the top of the capping main body are respectively provided with a drainage device, each drainage device comprises two support plates, the two support plates are respectively fixed on the left side and the right side of the top of the capping main body, a plurality of V-shaped plates are fixed on one side, far away from the center of the capping main body, of the top of the support plate, a spiral plate is fixed on one side, far away from the center of the capping main body, of the support plate, the V-shaped plates and the spiral plate are arranged at intervals, a drainage hole is formed in one side, far away from the V-shaped plates, of the spiral plate, meanwhile, when the rainwater amount is smaller, the V-shaped plates guide rainwater to the spiral plate, and the rainwater is discharged along the drainage hole of the spiral plate, so that the rainwater naturally falls down along the capping wall and is easy to cause corrosion problem to the wall; meanwhile, when the amount of rainwater is large, the impact force of the rainwater flowing through the spiral plate is large, the rainwater flows along the spiral surface of the spiral plate, the spiral surface of the spiral plate quickens the drainage speed of the rainwater from the middle water outlet of the spiral plate, the range of the drained rainwater away from the enclosing wall main body is improved, and the problem that the rainwater falls on the bottom surface and is easy to splash to the outer wall of the enclosing wall main body when the amount of the rainwater is large is avoided.
Preferably, the anti-skid device comprises a V-shaped slide plate, the V-shaped slide plate is slidably mounted in the press-top main body, a back-shaped bag is fixed at the top of the V-shaped slide plate and is contacted with the top of the inner wall of the press-top main body, a plurality of rubber bags are embedded in the left side and the right side of the top of the back-shaped bag, the rubber bags penetrate through and are slidably mounted at the top of the inner wall of the press-top main body, the rubber bags extend to the top of the supporting plate, the thickness of one side wall of the rubber bag far away from the center of the press-top main body is smaller than the thickness of the other side wall of the rubber bag, the filler pushes the V-shaped slide plate to squeeze the back-shaped bag, air in the back-shaped bag enters the rubber bag, the rubber bag expands and bulges, so that the rubber bag forms a bulge on the press-top main body, and the bulge formed by the rubber bag protects the press-top main body, thereby avoiding the problem that the wall coping is easy to crack, break and corner damage due to the stepping loss of personnel, simultaneously the rubber bag increases the stepping friction force of the top of the coping main body, thereby improving the safety of overhauling the wall, the outer wall of one side of the rubber bag, which is far away from the center of the coping main body, is fixedly provided with a fork-shaped push rod, the fork-shaped push rod is slidably arranged on the top surface of a supporting plate, a single fork of the fork-shaped push rod penetrates through a side wall of a spiral plate, which is close to the supporting plate, a cross rod is fixedly arranged on one side of the single fork of the fork-shaped push rod, which is far away from the rubber bag, the cross rod is positioned at the middle water outlet position of the spiral plate, scraping rings are fixedly arranged on the front and back tops of the cross rod, the scraping rings are positioned in the spiral plate water outlet, the scraping rings are slidably arranged in the spiral plate water outlet, meanwhile, the water discharged from the middle water outlet of the spiral plate can push the cross rod to move towards the direction, which is far away from the supporting plate, therefore, the cross rod drives the scraping ring to scrape and dredge the drain hole of the spiral plate, and meanwhile, the cross rod drives the fork-shaped push rod to move synchronously, the fork-shaped push rod pulls the thin wall part of the rubber capsule to form edge deformation, so that the rubber capsule deforms integrally, dust which is hardened on the pressing top main body is cracked, and cracked hardened dust can be discharged along with rain wash, so that the self-cleaning of the pressing top main body is realized.
Preferably, the left side and the right side of roof main part all are provided with assist pushing equipment, assist pushing equipment includes the frame plate, the frame plate has four, four the frame plate is fixed respectively in the front and the back on roof main part left side and right side, and is adjacent rotate between the frame plate and install the bull stick, the bull stick is located the inboard of spiral plate, and the inboard spiral channel that forms of bull stick assistance spiral plate to ensure that the rainwater is the spiral flow in spiral plate department, thereby indirectly improved rainwater exhaust scope, the outside of bull stick is fixed with a plurality of U-shaped fan board, the bull stick is located the outer wall between the adjacent U-shaped fan board and is fixed with the elasticity club, the U-shaped fan board is located the inboard middle part of spiral plate, the elasticity club is located between the adjacent spiral plate, and the outer wall of spiral plate is located the motion orbit of elasticity club, and simultaneously the rainwater drives the bull stick through promoting the U-shaped fan board and rotates, and the bull stick drives the outer wall of elasticity club to strike the spiral plate, and the spiral plate vibrates, thereby has avoided impurity to adhere to the spiral plate department, leads to the problem that the spiral plate blocks up, thereby has promoted rainwater exhaust efficiency.
A construction method for capping prefabricated enclosing walls for an electric power transformer substation comprises the following steps of
S1, inserting a capping main body at the top of a fence main body, wherein a stop block of the fence main body limits an elastic inclined limiting plate, and the capping main body is clamped at the top of the fence main body;
s2, inserting a belt pulley at the top of the hollow rod, and driving the belt pulley to rotate by driving the belt pulley through an external belt motor;
s3, filling the filling material into the pressing top body through the belt pulley and the top of the hollow rod;
s4, the hollow rod drives the cam to push the U-shaped sliding frame and the triangular plate to push the filling material, so that the filling material is rapidly filled in the jacking main body;
and S5, after filling of the filling material is completed, the belt pulley is pulled out of the hollow rod, and then construction of the pressing main body can be completed.
The utility model provides a prefabricated enclosing wall capping and construction method for an electric power transformer substation, which has the following beneficial effects:
(1) According to the utility model, through the arrangement of the capping device, the belt pulley, the hollow rod, the cam and the U-shaped sliding frame are matched to push the triangular plate to spread the filler in the capping main body, so that the filler is rapidly filled in the capping main body, the working efficiency of the filler is improved, and meanwhile, the filler pushes the elastic sloping plate to drive the expansion plate to move in a direction away from the inner wall of the capping main body through the inclined plane of the elastic sloping plate, so that the elastic sloping plate clamps the enclosure main body, and the capping main body is stably clamped at the top of the enclosure main body;
(2) According to the utility model, through the arrangement of the drainage device, when the rainwater amount is small, the V-shaped plate is used for guiding the rainwater to the spiral plate, and the rainwater is discharged along the drainage holes of the spiral plate, so that the problem that the rainwater naturally falls down along the top of the enclosing wall and is easy to corrode the enclosing wall is avoided; meanwhile, when the rainwater quantity is large, the impact force of the rainwater flowing through the spiral plate is large, the rainwater flows along the spiral surface of the spiral plate, and the spiral surface of the spiral plate accelerates the drainage speed of the rainwater from the middle water outlet of the spiral plate, so that the range of the drained rainwater away from the enclosing wall main body is increased, and the problem that the rainwater falls on the bottom surface and is easy to splash on the outer wall of the enclosing wall main body when the rainwater quantity is large is solved;
(3) According to the utility model, through the arrangement of the anti-skid device, the V-shaped sliding plate, the return-shaped bag, the pressing main body and the rubber bag are matched to expand and bulge the rubber bag, so that the rubber bag forms a bulge on the pressing main body, the bulge formed by the rubber bag protects the pressing main body, and the problems that the pressing of the enclosing wall is easily cracked, broken and broken corners due to the stepping damage of personnel are avoided; meanwhile, the rubber capsule increases the trampling friction force of the top of the capping main body, so that the safety of overhauling personnel on the enclosing wall is improved; meanwhile, water discharged from a water outlet in the middle of the spiral plate can push the cross rod to drive the scraping ring to scrape and dredge the water discharge hole of the spiral plate, and meanwhile, the cross rod drives the fork-shaped push rod to pull the thin wall part of the rubber capsule to form edge changes, so that the rubber capsule is integrally deformed, dust hardened on the pressing top main body is cracked, and cracked hardened dust can be discharged along with rain wash, so that the self-cleaning of the pressing top main body is realized;
(4) According to the utility model, by arranging the auxiliary pushing device, the spiral channel is formed on the inner side of the spiral plate by the rotating rod, so that the spiral flow of rainwater at the spiral plate is ensured, the rainwater discharge range is indirectly improved, meanwhile, the flowing rainwater drives the rotating rod to rotate by pushing the U-shaped fan plate, the rotating rod drives the elastic ball rod to impact the outer wall of the spiral plate, the spiral plate vibrates, the problem that impurities are attached to the spiral plate and cause the spiral plate to be blocked is avoided, and the rainwater discharge efficiency is promoted.
Drawings
FIG. 1 is a schematic diagram of the overall utility model.
FIG. 2 is a schematic cross-sectional view of a partial structure of the whole of the present utility model.
Fig. 3 is an enlarged schematic view of the structure of fig. 2 a according to the present utility model.
Fig. 4 is a schematic partial cross-sectional view of a capping device according to the present utility model.
Fig. 5 is an exploded view of the hollow rod and pulley of the present utility model.
Fig. 6 is a schematic view of a drainage device according to the present utility model.
Fig. 7 is a schematic view showing a partial structure of the drainage device of the present utility model.
Fig. 8 is a schematic partial cross-sectional view of the anti-skid device of the present utility model.
Fig. 9 is a schematic view of the auxiliary pushing device of the present utility model.
In the figure: 1. a fence body; 2. a capping device; 21. a capping main body; 22. a telescoping plate; 23. an elastic sloping plate; 24. a cam; 25. a U-shaped carriage; 26. a hollow rod; 27. a belt pulley; 28. a triangle; 3. a drainage device; 31. a support plate; 32. a V-shaped plate; 33. a spiral plate; 4. an auxiliary pushing device; 41. a frame plate; 42. a rotating rod; 43. u-shaped fan plate; 44. an elastic cue; 5. an anti-slip device; 51. a V-shaped slide plate; 52. a balloon; 53. rubber capsules; 54. fork-shaped push rod; 55. a cross bar; 56. a scraping ring.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments.
Example 1
Referring to fig. 1-8, the present utility model provides a technical solution: the utility model provides a prefabricated enclosure roof for power substation, including enclosure main part 1, the top of enclosure main part 1 is provided with roof device 2, roof device 2 includes roof main part 21 and cavity pole 26, roof main part 21 sets up the top at enclosure main part 1, the inner wall bottom left side and the right side of roof main part 21 are all run through and slidable mounting has expansion plate 22, the opposite side of two expansion plates 22 is fixed with elasticity swash plate 23, the top left side and the right side of enclosure main part 1 all are provided with the dog that is used for restricting elasticity swash plate 23 position, the inner wall left side and the right side of roof main part 21 are all slidable mounting has U-shaped balladeur train 25, the spout has been seted up at the opposite side top of two U-shaped balladeur trains 25, inner wall department of U-shaped balladeur train 25 is fixed with set-square 28, cavity pole 26 has two, two cavity poles 26 are all run through and rotate the top of installing at roof main part 21, the hollow rod 26 is positioned on the outer wall surface inside the capping main body 21, a discharge hole is formed in the top of the enclosure main body 1, a round groove matched with the hollow rod 26 is formed in the top of the enclosure main body 1, a cam 24 is fixedly arranged on the outer wall of the hollow rod 26, the cam 24 is slidably arranged inside a chute of the U-shaped sliding frame 25, a belt pulley 27 is inserted into the top of the hollow rod 26, the belt pulley 27 is driven by an external belt motor, the belt pulley 27 drives the cam 24 to slide inside the chute of the U-shaped sliding frame 25 through the hollow rod 26, the cam 24 pushes the U-shaped sliding frame 25 and a triangular plate 28 to drive the filler to be spread inside the capping main body 21, so that the filler is rapidly filled inside the capping main body 21, the working efficiency of the filler is improved, meanwhile, the elastic sloping plate 23 pushes the elastic sloping plate 23 to drive the expansion plate 22 to move in a direction away from the inner wall of the capping main body 21 through the inclined plane of the elastic sloping plate 23, so that the elastic sloping plate 23 clamps the enclosure main body 1, thereby stably clamping the capping body 21 on the top of the enclosure body 1.
Preferably, the left side and the right side of the top of the capping main body 21 are both provided with the drainage device 3, the drainage device 3 comprises two support plates 31, the two support plates 31 are respectively fixed on the left side and the right side of the top of the capping main body 21, a plurality of V-shaped plates 32 are fixed on one side of the top of the support plate 31, which is far away from the center of the capping main body 21, a spiral plate 33 is fixed on one side of the support plate 31, which is far away from the center of the capping main body 21, the V-shaped plates 32 and the spiral plate 33 are arranged at intervals, a drainage hole is formed on one side of the spiral plate 33, which is far away from the V-shaped plates 32, and meanwhile, when the rainwater amount is small, the V-shaped plates 32 guide the rainwater to the spiral plate 33, the rainwater is discharged along the drainage hole of the spiral plate 33, thereby avoiding the problem that the rainwater naturally falls down along the capping wall and is easy to corrode the wall; meanwhile, when the amount of rainwater is large, the impact force of the rainwater flowing through the spiral plate 33 is large, the rainwater flows along the spiral surface of the spiral plate 33, the spiral surface of the spiral plate 33 quickens the drainage speed of the rainwater from the middle water outlet of the spiral plate 33, and accordingly the range of the drained rainwater away from the enclosing wall main body 1 is improved, and the problem that when the amount of the rainwater is large, the rainwater falls on the bottom surface and is easy to splash to the outer wall of the enclosing wall main body 1 is avoided.
Preferably, the anti-slip device 5 is arranged at the top of the inner wall of the capping main body 21, the anti-slip device 5 comprises a V-shaped sliding plate 51, the V-shaped sliding plate 51 is slidably arranged in the capping main body 21, a return-shaped bag 52 is fixed at the top of the V-shaped sliding plate 51, the return-shaped bag 52 is contacted with the top of the inner wall of the capping main body 21, a plurality of rubber bags 53 are embedded at the left side and the right side of the top of the return-shaped bag 52, the rubber bags 53 penetrate through and are slidably arranged at the top of the inner wall of the capping main body 21, the rubber bags 53 extend to the top of the supporting plate 31, the thickness of one side wall of the rubber bags 53 far from the center of the capping main body 21 is smaller than the thickness of the other side wall of the rubber bags 53, the filler pushes the V-shaped sliding plate 51 to squeeze the return-shaped bag 52, air in the return-shaped bag 52 enters the rubber bags 53, the rubber bags 53 expand and bulge, so that the rubber bags 53 form bulges on the capping main body 21, so that the bulges formed by the rubber bags 53 form protection to the capping main body 21, thereby avoiding the problem that the wall coping is easy to crack, break and corner damage due to the stepping loss of personnel, the rubber capsule 53 increases the stepping friction force of the top of the coping main body 21, thereby improving the safety of maintenance personnel when the wall coping is overhauled, the fork-shaped push rod 54 is fixed on the outer wall of one side of the rubber capsule 53 far away from the center of the coping main body 21, the fork-shaped push rod 54 is slidably arranged on the top surface of the supporting plate 31, a single fork of the fork-shaped push rod 54 penetrates through the side wall of the spiral plate 33 close to the supporting plate 31, a cross rod 55 is fixed on one side of the single fork of the fork-shaped push rod 54 far away from the rubber capsule 53, the cross rod 55 is positioned at the water outlet position in the middle of the spiral plate 33, scraping rings 56 are fixed on the top of the front and back of the cross rod 55, the scraping rings 56 are positioned in the water outlet of the spiral plate 33, the scraping rings 56 are slidably arranged in the water outlet of the spiral plate 33, meanwhile, water discharged from a water outlet in the middle of the spiral plate 33 can push the cross rod 55 to move in a direction away from the supporting plate 31, so that the cross rod 55 drives the scraping ring 56 to scrape and dredge a water discharge hole of the spiral plate 33, meanwhile, the cross rod 55 drives the fork-shaped push rod 54 to synchronously move, the fork-shaped push rod 54 pulls the thin wall part of the rubber bag 53 to form a deformation, the rubber bag 53 is integrally deformed, dust and dust which are hardened on the pressing top main body 21 are cracked, and cracked hardened dust can be discharged along with rain washing, so that self-cleaning of the pressing top main body 21 is realized.
Preferably, the auxiliary pushing devices 4 are arranged on the left side and the right side of the pressing top main body 21, the auxiliary pushing devices 4 comprise four frame plates 41, the four frame plates 41 are respectively fixed on the front side and the back side of the left side and the right side of the pressing top main body 21, a rotating rod 42 is rotatably arranged between the adjacent frame plates 41, the rotating rod 42 is positioned on the inner side of the spiral plate 33, the rotating rod 42 assists the inner side of the spiral plate 33 to form a spiral channel, so that rainwater is ensured to flow spirally at the spiral plate 33, the rainwater discharging range is indirectly improved, a plurality of U-shaped fan plates 43 are fixed on the outer side of the rotating rod 42, elastic rods 44 are fixed on the outer wall of the rotating rod 42 positioned between the adjacent U-shaped fan plates 43, the U-shaped fan plates 43 are positioned in the middle of the inner side of the spiral plate 33, the elastic rods 44 are positioned between the adjacent spiral plates 33, the outer wall of the spiral plate 33 is positioned on the moving track of the elastic rods 44, meanwhile, the rainwater drives the rotating rod 42 to rotate through pushing the U-shaped fan plates 43, the rotating rod 42 drives the elastic rods 44 to impact the outer wall of the spiral plate 33, the spiral plate 33 vibrates, and impurities are prevented from adhering to the spiral plate 33, the problem of blocking the spiral plate 33 is solved, and rainwater discharging efficiency is promoted.
Example 2
A construction method for capping prefabricated enclosing walls for an electric power transformer substation comprises the following steps of
S1, inserting a capping main body 21 at the top of the enclosure main body 1, wherein a stop block of the enclosure main body 1 limits the limiting elastic sloping plate 23, and the capping main body 21 is clamped at the top of the enclosure main body 1;
s2, a belt pulley 27 is inserted into the top of the hollow rod 26, and the belt pulley 27 is driven by an external belt motor to drive the hollow rod 26 to rotate;
s3, filling materials are filled into the pressing top body 21 through the belt pulley 27 and the top of the hollow rod 26;
s4, the hollow rod 26 drives the cam 24 to push the U-shaped sliding frame 25 and the triangular plate 28 to push the filling material, so that the filling material is rapidly filled in the pressing top main body 21;
and S5, after filling of the filling material is completed, the belt pulley 27 is pulled out of the hollow rod 26, and then the construction of the capping main body 21 can be completed.
When in use, the capping main body 21 is inserted at the top of the enclosure main body 1, the elastic sloping plate 23 is firstly swung towards the capping main body 21 by the deformation of the baffle block of the enclosure main body 1, when the elastic sloping plate 23 passes over the baffle block of the enclosure main body 1, the baffle block of the enclosure main body 1 limits the limiting elastic sloping plate 23, the capping main body 21 is clamped at the top of the enclosure main body 1, the belt pulley 27 is inserted at the top of the hollow rod 26, the hollow rod 26 is driven to rotate by the belt pulley 27 which is driven by the external belt motor, the filling material is poured into the inside of the capping main body 21 through the belt pulley 27 and the top of the hollow rod 26, the hollow rod 26 drives the cam 24 to slide in the chute of the U-shaped sliding frame 25, the cam 24 promotes U-shaped balladeur train 25 and set square 28 to drive the filler and spread in the inside of roof pressing main part 21 to make the filler fill in the inside of roof pressing main part 21 fast, improved the work efficiency of packing, the filler promotes the elastic sloping plate 23 through the inclined plane of extrusion elastic sloping plate 23 and drives expansion plate 22 and move to the direction of keeping away from the inner wall of roof pressing main part 21 simultaneously, thereby make elastic sloping plate 23 carry out the centre gripping to enclosure main part 1, thereby make the card that roof pressing main part 21 is stable at enclosure main part 1 top, after the filler is filled, pull out the hollow pole 26 with belt pulley 27 can accomplish the construction of roof pressing main part 21.
Meanwhile, when the rainwater quantity is smaller in rainy days, and the rainwater falls on the supporting plate 31, under the guiding action of the V-shaped plate 32, the V-shaped plate 32 guides the rainwater to the spiral plate 33, and the rainwater is discharged along the drainage holes of the spiral plate 33, so that the problem that the rainwater naturally falls along the top of the enclosing wall and is easy to corrode the enclosing wall is avoided; meanwhile, when the rainwater quantity is large, the impact force of the rainwater flowing through the spiral plate 33 is large, the rainwater flows along the spiral surface of the spiral plate 33, the spiral surface of the spiral plate 33 quickens the rainwater discharging speed from the middle water outlet of the spiral plate 33, and accordingly the range of the discharged rainwater away from the enclosing wall main body 1 is improved, and the problem that when the rainwater quantity is large, the rainwater falls on the bottom surface and is easy to splash on the outer wall of the enclosing wall main body 1 is avoided.
Meanwhile, when the filling material is filled into the capping main body 21, the filling material pushes the V-shaped sliding plate 51 to drive the loop-shaped bag 52 to move upwards along the inner wall of the capping main body 21 along with the increase of the filling material in the capping main body 21, the loop-shaped bag 52 is extruded, air in the loop-shaped bag 52 enters the rubber bag 53, the rubber bag 53 expands and bulges, so that the rubber bag 53 bulges on the capping main body 21, the bulges formed by the rubber bag 53 protect the capping main body 21, the problem that the capping of the enclosure is easily cracked, broken and damaged by personnel is avoided, meanwhile, the rubber bag 53 increases the trampling friction force at the top of the capping main body 21, and the safety of an overhaul personnel on the enclosure is improved; meanwhile, when the middle water outlet of the spiral plate 33 drains, the water drained from the middle water outlet of the spiral plate 33 can push the cross rod 55 to move in the direction away from the supporting plate 31, so that the cross rod 55 drives the scraping ring 56 to scrape and dredge the water drain hole of the spiral plate 33, meanwhile, the cross rod 55 drives the fork-shaped push rod 54 to synchronously move, the fork-shaped push rod 54 pulls the thin wall part of the rubber capsule 53 to form a deformation, the rubber capsule 53 is integrally deformed, dust and cracks which are hardened on the pressing top main body 21 are cracked, and cracked hardened dust can be drained along with rain wash, so that self-cleaning of the pressing top main body 21 is realized.
Meanwhile, when rainwater flows through the spiral plate 33, the rotating rod 42 can assist the inner side of the spiral plate 33 to form a spiral channel, so that the rainwater is guaranteed to flow spirally at the spiral plate 33, the rainwater drainage range is indirectly improved, meanwhile, flowing rainwater drives the rotating rod 42 to rotate by pushing the U-shaped fan plate 43, the rotating rod 42 drives the elastic ball rod 44 to rotate, the elastic ball rod 44 impacts the outer wall of the spiral plate 33, the spiral plate 33 vibrates, the problem that impurities are attached to the spiral plate 33 and cause the blockage of the spiral plate 33 is solved, and the rainwater drainage efficiency is improved.
The foregoing is only a preferred embodiment of the present utility model, but the scope of the present utility model is not limited thereto, and any person skilled in the art, who is within the scope of the present utility model, should make equivalent substitutions or modifications according to the technical scheme of the present utility model and the inventive concept thereof, and should be covered by the scope of the present utility model.
Claims (3)
1. The utility model provides a prefabricated enclosure roof-pressing for power substation, includes enclosure main part (1), its characterized in that: the utility model provides a novel electric power tool for the wall, including enclosure main part (1) is provided with top device (2), top device (2) are including top main part (21) and cavity pole (26), top main part (21) set up the top at enclosure main part (1), top main part (21)'s inner wall bottom left side and right side all run through and slidable mounting have expansion plate (22), two opposite side of expansion plate (22) is fixed with elasticity swash plate (23), top main part (21)'s inner wall left side and right side all slidable mounting have U-shaped slide frame (25), two spout has been seted up at opposite side top of U-shaped slide frame (25), the inner wall department of U-shaped slide frame (25) is fixed with triangular plate (28), cavity pole (26) have two, two cavity pole (26) all run through and rotate the top at top of top main part (21), the outer wall fixed mounting of cavity pole (26) has cam (24), cam (24) slidable mounting is at U-shaped slide frame (25) inside motor pulley (25), hollow pulley (27) has through external belt pulley (27);
the novel plastic enclosing wall is characterized in that the left side and the right side of the top of the enclosing wall body (1) are both provided with a stop block for limiting the position of the elastic inclined plate (23), a round groove matched with a hollow rod (26) is formed in the top of the enclosing wall body (1), and a discharge hole is formed in the outer wall surface of the hollow rod (26) positioned inside the pressing top body (21).
2. The prefabricated enclosure capping for an electrical substation of claim 1, wherein: the anti-slip device is characterized in that an anti-slip device (5) is arranged at the top of the inner wall of the jacking main body (21), the anti-slip device (5) comprises a V-shaped sliding plate (51), the V-shaped sliding plate (51) is slidably mounted inside the jacking main body (21), a return-shaped bag (52) is fixed at the top of the V-shaped sliding plate (51), the return-shaped bag (52) is in contact with the top of the inner wall of the jacking main body (21), a plurality of rubber bags (53) are embedded in the left side and the right side of the top of the return-shaped bag (52), the rubber bags (53) penetrate through and are slidably mounted at the top of the inner wall of the jacking main body (21), the rubber bags (53) extend to the top of the supporting plate (31), and the wall thickness of one side, far away from the center of the jacking main body (21), of each rubber bag (53) is smaller than the wall thickness of other parts of the rubber bags (53).
3. The construction method for capping a prefabricated enclosure wall for an electric power substation according to any one of claims 1 to 2, wherein: comprises the following steps
S1, inserting a capping main body (21) at the top of the enclosing wall main body (1), wherein a stop block of the enclosing wall main body (1) limits the limiting elastic inclined plate (23), and the capping main body (21) is clamped at the top of the enclosing wall main body (1);
s2, a belt pulley (27) is inserted into the top of the hollow rod (26), and the belt pulley (27) is driven by an external belt motor to drive the hollow rod (26) to rotate;
s3, filling materials are poured into the pressing top main body (21) through the belt pulley (27) and the top of the hollow rod (26);
s4, the hollow rod (26) drives the cam (24) to push the U-shaped sliding frame (25) and the triangular plate (28) to push the filling material, so that the filling material is rapidly filled in the pressing top main body (21);
and S5, after filling of the filling material is completed, the belt pulley (27) is pulled out of the hollow rod (26), and then the construction of the pressing main body (21) can be completed.
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| CN202211535164.5A CN116044245B (en) | 2022-12-02 | 2022-12-02 | Prefabricated enclosing wall capping and construction method for power substation |
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| CN202211535164.5A CN116044245B (en) | 2022-12-02 | 2022-12-02 | Prefabricated enclosing wall capping and construction method for power substation |
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| CN116044245B true CN116044245B (en) | 2024-01-05 |
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Citations (20)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0573134U (en) * | 1992-03-04 | 1993-10-05 | ミサワホーム株式会社 | Kasagi mounting structure |
| JPH0913610A (en) * | 1995-06-30 | 1997-01-14 | Tsuzuki:Kk | Dropping-out preventing structure of coping |
| EP1059395A1 (en) * | 1999-06-09 | 2000-12-13 | Philippe Gue | Wall coping snap assembly |
| GB0700042D0 (en) * | 2007-01-03 | 2007-02-07 | Stormking Plastics Ltd | Construction element |
| CN203394170U (en) * | 2013-08-16 | 2014-01-15 | 四川电力建设三公司 | Prefabricated enclosing wall |
| CN203701716U (en) * | 2014-02-07 | 2014-07-09 | 江西省电力设计院 | Transformer substation enclosure pre-cast concrete coping |
| JP2014202015A (en) * | 2013-04-08 | 2014-10-27 | 住友林業株式会社 | Coping construction member and coping construction method |
| CN105064784A (en) * | 2015-08-26 | 2015-11-18 | 国网山东安丘市供电公司 | Lap joint type prefabricated concrete enclosing wall coping |
| CN205189403U (en) * | 2015-10-27 | 2016-04-27 | 国家电网公司 | A steel instrument for making enclosure bears down on one |
| CN205591641U (en) * | 2016-03-15 | 2016-09-21 | 宋玮琦 | Novel enclosure bears down on one |
| CN205604595U (en) * | 2016-03-15 | 2016-09-28 | 黄绍华 | Transformer substation's enclosure bears down on one |
| CN206110833U (en) * | 2016-10-18 | 2017-04-19 | 青海智鑫电力监理咨询有限公司 | Enclosure integral type is beared down on one |
| CN107447928A (en) * | 2017-09-19 | 2017-12-08 | 浙江盛丰科技有限公司 | A kind of firm wall column cap |
| CN206844815U (en) * | 2017-01-23 | 2018-01-05 | 宁夏回族自治区电力设计院 | A kind of transformer station's Assembled enclosing wall |
| CN109209011A (en) * | 2018-09-14 | 2019-01-15 | 上海建工二建集团有限公司 | Prefabricated enclosure wall bears down on one and its makes and construction method |
| CN210828588U (en) * | 2019-06-10 | 2020-06-23 | 广东鹏匠工程有限公司 | A enclosure pantile capping structure for rainy area |
| CN212405552U (en) * | 2020-04-21 | 2021-01-26 | 新乡市正方复合材料有限公司 | Prefabricated coping structure wall |
| CN213654473U (en) * | 2020-10-23 | 2021-07-09 | 宿迁学院 | Novel capping structure of enclosure |
| CN115075640A (en) * | 2022-05-31 | 2022-09-20 | 郑州枫伙电力科技有限公司 | Main transformer oil tank wall coping of transformer substation |
| CN219034150U (en) * | 2023-02-02 | 2023-05-16 | 中国电建集团青海省电力设计院有限公司 | Reinforced structure of brick structure enclosure coping |
-
2022
- 2022-12-02 CN CN202211535164.5A patent/CN116044245B/en active Active
Patent Citations (20)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0573134U (en) * | 1992-03-04 | 1993-10-05 | ミサワホーム株式会社 | Kasagi mounting structure |
| JPH0913610A (en) * | 1995-06-30 | 1997-01-14 | Tsuzuki:Kk | Dropping-out preventing structure of coping |
| EP1059395A1 (en) * | 1999-06-09 | 2000-12-13 | Philippe Gue | Wall coping snap assembly |
| GB0700042D0 (en) * | 2007-01-03 | 2007-02-07 | Stormking Plastics Ltd | Construction element |
| JP2014202015A (en) * | 2013-04-08 | 2014-10-27 | 住友林業株式会社 | Coping construction member and coping construction method |
| CN203394170U (en) * | 2013-08-16 | 2014-01-15 | 四川电力建设三公司 | Prefabricated enclosing wall |
| CN203701716U (en) * | 2014-02-07 | 2014-07-09 | 江西省电力设计院 | Transformer substation enclosure pre-cast concrete coping |
| CN105064784A (en) * | 2015-08-26 | 2015-11-18 | 国网山东安丘市供电公司 | Lap joint type prefabricated concrete enclosing wall coping |
| CN205189403U (en) * | 2015-10-27 | 2016-04-27 | 国家电网公司 | A steel instrument for making enclosure bears down on one |
| CN205604595U (en) * | 2016-03-15 | 2016-09-28 | 黄绍华 | Transformer substation's enclosure bears down on one |
| CN205591641U (en) * | 2016-03-15 | 2016-09-21 | 宋玮琦 | Novel enclosure bears down on one |
| CN206110833U (en) * | 2016-10-18 | 2017-04-19 | 青海智鑫电力监理咨询有限公司 | Enclosure integral type is beared down on one |
| CN206844815U (en) * | 2017-01-23 | 2018-01-05 | 宁夏回族自治区电力设计院 | A kind of transformer station's Assembled enclosing wall |
| CN107447928A (en) * | 2017-09-19 | 2017-12-08 | 浙江盛丰科技有限公司 | A kind of firm wall column cap |
| CN109209011A (en) * | 2018-09-14 | 2019-01-15 | 上海建工二建集团有限公司 | Prefabricated enclosure wall bears down on one and its makes and construction method |
| CN210828588U (en) * | 2019-06-10 | 2020-06-23 | 广东鹏匠工程有限公司 | A enclosure pantile capping structure for rainy area |
| CN212405552U (en) * | 2020-04-21 | 2021-01-26 | 新乡市正方复合材料有限公司 | Prefabricated coping structure wall |
| CN213654473U (en) * | 2020-10-23 | 2021-07-09 | 宿迁学院 | Novel capping structure of enclosure |
| CN115075640A (en) * | 2022-05-31 | 2022-09-20 | 郑州枫伙电力科技有限公司 | Main transformer oil tank wall coping of transformer substation |
| CN219034150U (en) * | 2023-02-02 | 2023-05-16 | 中国电建集团青海省电力设计院有限公司 | Reinforced structure of brick structure enclosure coping |
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|---|---|
| CN116044245A (en) | 2023-05-02 |
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